摘要
应用弹性地基梁法计算和分析了基坑支护内力与变形,并结合一个工程实例,对m法计算值与实测值进行了对比分析,认为采用考虑支撑滞后的m法计算模式计算值较符合工程实际。
In the paper, the internal force and deformation of the frame bracing structurewas analyzed by using e-lastic ground - beams method. On the base of a practical project, compared with observational value, the m - method calculating model which considered bracing lagging is believed to be fit for the real state.
出处
《湖南理工学院学报（自然科学版）》
CAS
2003年第3期52-55,共4页
Journal of Hunan Institute of Science and Technology(Natural Sciences)
